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| 1 | Earthwork & Backfilling |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil.2. In or under water and/or liquid mud, including pumping out water as required. 20% of the rate of the item.3. For Petrol Pump, Admin Area and 3 islands. |
| 4 | Carriage of materials by mechanical transport including loading, unloading and stacking beyond 50 m initial lead up to 5 km, including all lifts involved as directed by the Engineer-inCharge.1. Excavated Earth/Sludge for formation of 3 islands and filling the Admin Area and Petrol Pump.. |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.1. For Petrol Pump, Admin Area and 3 islands. |
| 6 | Rubble Masonry Work |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:1. For Belt Concrete |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:1. Foundations, footings, bases for columns. |
| 9 | Supply of steel for reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.1. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1. PCC 1:2:4 |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.1. All works upto plinth level.2. Concrete of M25 grade with minimum cement content of 330 kg /cum. |
| 12 | Dry rubble masonry with hard stone in foundation, Plinth and Retaining wall up to plinth level. Please Enable Macros to View BoQ information |
